JPS58177223A - Cutter for embeded pipe - Google Patents
Cutter for embeded pipeInfo
- Publication number
- JPS58177223A JPS58177223A JP5565282A JP5565282A JPS58177223A JP S58177223 A JPS58177223 A JP S58177223A JP 5565282 A JP5565282 A JP 5565282A JP 5565282 A JP5565282 A JP 5565282A JP S58177223 A JPS58177223 A JP S58177223A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- shaft
- cylindrical body
- cutter
- tip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23D—PLANING; SLOTTING; SHEARING; BROACHING; SAWING; FILING; SCRAPING; LIKE OPERATIONS FOR WORKING METAL BY REMOVING MATERIAL, NOT OTHERWISE PROVIDED FOR
- B23D21/00—Machines or devices for shearing or cutting tubes
- B23D21/14—Machines or devices for shearing or cutting tubes cutting inside the tube
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は、コンクリートに埋設されたパイプを切断す
るための器具に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an instrument for cutting pipes embedded in concrete.
便所、浴室、洗面所、台所などの排水設備工事を行なう
場合、これらの排水器具又はパイプを、予めコンク」ノ
ートに埋設されているパイプに連結しなければ々らない
。この際、漏水防止の目的で、コンクリート表面下2〜
30mの位置において器具又はパイ、プと埋設パイプと
を接続している。このため、コンクリートに埋設された
パイプをそのコンクリート面より2〜3cm下で切断す
る必要がある。この場合、従来は手鋸、たがね、ナイフ
等を用いてパイプを切断していたが、このような方法で
は多くの労力および時間を費やさねばならず、また切断
位置が不正確となり、しかも仕上面が粗雑で、時として
パイプが破損するなどして後日漏水事故発生の原因とも
なっていた。When constructing drainage equipment for toilets, bathrooms, washrooms, kitchens, etc., it is necessary to connect these drainage equipment or pipes to the pipes buried in the concrete notebook in advance. At this time, for the purpose of preventing water leakage,
The equipment or pipe is connected to the buried pipe at a distance of 30 m. For this reason, it is necessary to cut the pipe buried in concrete 2 to 3 cm below the concrete surface. In this case, conventionally, the pipe was cut using a handsaw, chisel, knife, etc., but this method required a lot of effort and time, the cutting position was inaccurate, and The finished surface was rough, and the pipes sometimes broke, resulting in water leaks later on.
この発明は、上記実情に鑑み、作業者の熟練いかんを問
わず、簡単かつ迅速に、精度良く、しかも切断面を美し
く仕上げることができる工具を提供することを目的とし
てなされたものである。In view of the above-mentioned circumstances, the present invention was made with the object of providing a tool that can easily, quickly, accurately, and beautifully finish a cut surface regardless of the level of skill of the operator.
以下、この発明の構成を図面に基づいて説明する。Hereinafter, the configuration of the present invention will be explained based on the drawings.
第1図は、この発明に係る埋設パイプの切断器の一例を
示す一部破断圧面図であり、第2図は、その先端部分を
側面からみた一部破断A−A断面図である。この埋設パ
イプの切断器は、本体01)と、埋設パイプの地上立上
り部分を挾持して本体(11)をそのパイプに同定する
パイプ挟持部(イ)と、本体0】)の中心部にあって上
下方向に摺動可能である軸体03およびこの駆動機構0
I41と、その軸体a葎に嵌挿され軸体0■を中心にし
て回転可能である円筒体αυおよびこの駆動機構αQと
、切刃(至)などとからなる。FIG. 1 is a partially broken pressure surface view showing an example of a buried pipe cutter according to the present invention, and FIG. 2 is a partially broken AA sectional view of the distal end thereof viewed from the side. This buried pipe cutter consists of a main body 01), a pipe holding part (a) that holds the rising part of the buried pipe above ground and identifies the main body (11) as that pipe, and a central part of the main body 0]). The shaft body 03 and this drive mechanism 0 can be slid in the vertical direction.
It consists of a cylinder I41, a cylindrical body αυ which is fitted into the shaft a and is rotatable around the shaft 0, a driving mechanism αQ, and a cutting blade.
切刃(至)は、前記軸体α[相]および円筒体θ→の先
端付近に設けられたホルダーαη内に保持されており、
軸体03の下降、上昇に伴って水平方向に前進および後
退し、これによってその刃先00が円筒体θつの先端付
近に設けた小J(J)から出し入れされるようになって
いる。The cutting edge (to) is held in a holder αη provided near the tip of the shaft α [phase] and the cylindrical body θ→,
As the shaft body 03 descends and rises, it moves forward and backward in the horizontal direction, thereby allowing the cutting edge 00 to be inserted and removed from the small J (J) provided near the tip of the cylindrical body θ.
この切断器によって埋設パイプを切断するには、次のよ
うな手順によって行なう。To cut a buried pipe with this cutter, follow the steps below.
まず、第5図に示すように、コンクリート(1)に埋設
されたパイプ(2)の管内に円筒体0υの先端部を所定
の位置まで挿入した後、パイプ固定ハンドルQυを手で
右回りに回転させる。このとき、締付は胴部(イ)に設
けられたスリットに)の間隔が次第に挟まり、パイプ(
2)の地上上り部分の上縁付近外面と締付は胴部(イ)
の内面とが圧接されることによって、本体αDはパイプ
(2)に固定される。次に、この状態でヘッドキャップ
竺を右回りに回転させる。ヘッドキャップ(ハ)の回転
と一緒に止めねじに)が溝(ハ)に沿って同一水平面内
で回転し、これによって軸体0が下降する。このとき、
切刃(ハ)の斜辺面りυが軸体α葎先端付近のデーパ−
面1に)によって密接押圧され、そのテーパー面1(ハ
)と斜辺面01)とが滑り、切刃0杓は水平方向に前進
し、その刃先0燵が不払(イ)から突き出て、パイプ(
2)の内壁面に当る。続いて回転ハンドル勾を回すこと
によって、その回転が傘歯車(至)を介して円筒体0Q
に伝達され、円筒体0υはその先端付近に保持されてい
る切刃(ハ)とともに軸体03を中心に回転する。この
際、切刃(ハ)の刃先a0によってパイプ(2)の内壁
面が切削される。そして、徐々にヘッドキャップ(ホ)
を回転させることによってf#1次切刃(至)を前進さ
せつつ回転ハンドル(5)を回し、パイプ(2)の内部
深く、すなわちパイプ(2)の外方向に向って切削して
いき、パイプ(2)を切断する。First, as shown in Figure 5, after inserting the tip of the cylindrical body 0υ into the pipe (2) buried in concrete (1) to the specified position, turn the pipe fixing handle Qυ clockwise by hand. Rotate. At this time, the tightening is done by gradually narrowing the gap between the slits in the body (A) and the pipe (A).
2) The outer surface near the upper edge of the above-ground part and the tightening are on the body (A)
The main body αD is fixed to the pipe (2) by being pressed against the inner surface of the pipe (2). Next, in this state, rotate the head cap clockwise. As the head cap (c) rotates, the setscrew rotates in the same horizontal plane along the groove (c), thereby lowering the shaft body 0. At this time,
The hypotenuse surface υ of the cutting edge (C) is a taper near the tip of the shaft α.
The tapered surface 1 (c) and hypotenuse surface 01) slide, and the cutting blade moves forward in the horizontal direction, and its cutting edge protrudes from the surface (a). pipe(
It corresponds to the inner wall surface of 2). Next, by turning the rotary handle, the rotation is transmitted through the bevel gear to the cylindrical body 0Q.
is transmitted, and the cylindrical body 0υ rotates around the shaft body 03 together with the cutting blade (c) held near its tip. At this time, the inner wall surface of the pipe (2) is cut by the cutting edge a0 of the cutting blade (C). And gradually the head cap (ho)
By rotating, the f# primary cutting blade (to) is advanced and the rotating handle (5) is turned to cut deep inside the pipe (2), that is, toward the outside of the pipe (2), Cut the pipe (2).
切断が完了したならば、ヘッドキャップ■を左回りに回
転させ、軸体(13を上昇させる。このとき、切刃(至
)の斜辺面(イ)は軸体α葎先端付近のテーパー面2■
によって密接押圧され、そのテーパー面2■と斜辺面[
有]とが滑り、切刃(ト)は軸方向に後退する。When cutting is completed, rotate the head cap (■) counterclockwise to raise the shaft (13). At this time, the hypotenuse surface (A) of the cutting blade (to) is aligned with the tapered surface 2 near the tip of the shaft (α). ■
The tapered surface 2■ and the hypotenuse surface [
] and slips, and the cutting edge (G) retreats in the axial direction.
その後、パイプ(2)の地上立上り部分をつがんだまま
切断器を引き上げる。なお、図中−は把手、(2)はフ
レームである。Then, pull up the cutter while holding onto the above-ground portion of the pipe (2). Note that - in the figure represents a handle, and (2) represents a frame.
また、第4図ないし第6図に示すように、軸体α蹄の先
端付近にテーパー面2(ロ)を設ける代わりに、切刃(
ト)を半径方向に向かって引っ張る環状コイルばねに)
を設け、軸体Q東の上昇に伴って、その環状コイルばね
に)の収縮力により切刃(ト)を軸方向に後退させる構
造としても良い。Also, as shown in Figs. 4 to 6, instead of providing the tapered surface 2 (b) near the tip of the shaft α hoof, the cutting edge (
an annular coil spring that pulls the
It is also possible to provide a structure in which the cutting blade (T) is retreated in the axial direction by the contractile force of the annular coil spring () as the shaft body Q (east) rises.
なお、パイプ(2)内に挿入される円筒体(ト)の先端
部を長くすることによって、パイプ(2)の奥深い箇所
での切断も可能である。Note that by lengthening the tip of the cylindrical body (G) inserted into the pipe (2), it is also possible to cut the pipe (2) at a deep location.
以上述べたように、この発明に係る切MWによって埋設
パブプを切断するときは、簡単、迅速かつ精度良く作業
を行なうことができ、しかもその切断面を美しく仕上げ
ることができるから後日漏水事故などを起こすおそれも
なくなる。As mentioned above, when cutting a buried pub using the cutting MW according to the present invention, the work can be done easily, quickly and accurately, and the cut surface can be finished beautifully, thereby preventing water leakage accidents at a later date. There is no risk of it happening.
第1図は、この発明に係る埋設パイプの切断器の一実施
例を示す一部破断正面図、第2図は、その先端部分を側
面からみた一部破断A−A断面図であり、第3図は、前
記切断器によって埋設パイプを切断している状態を示す
一部破断正面図である。また、第4図および錆6図は、
この発明に係る埋設パイプの切断器の別の実施例におけ
る、その先端部分を示す一部破断圧面図、第5図は、B
−B断面平面図である。FIG. 1 is a partially cutaway front view showing an embodiment of a buried pipe cutter according to the present invention, FIG. FIG. 3 is a partially cutaway front view showing the buried pipe being cut by the cutter. Also, Figure 4 and Rust Figure 6 are as follows:
FIG. 5 is a partially broken pressure surface view showing the tip portion of another embodiment of the buried pipe cutter according to the present invention.
-B is a cross-sectional plan view.
Claims (1)
2)の地上立上り部分を挾持して本体(ロ)をパイプ(
2)K固定するパイプ挾持部@と、本体αηの中心部に
配設され上下方向に摺動する軸体(至)およびこの駆動
機構α→と、その軸体(至)に嵌挿され軸体(至)を中
心に回転する円筒体(へ)およびこの駆動機構αQと、
前記軸体(至)および円筒体(至)の先端付近に設けら
れたホルダーα力内に保持され、軸体(至)の摺動に伴
って水平方向に前進および後退し、これKよってその刃
先αりが円筒体(ハ)の先端付近に設けた小ル(4)か
ら出し入れされる切刃(至)とを備えてなり、前記円筒
体(至)の先端部をパイプ(2)内に挿入し、切刃(至
)によってパイプ(2)内壁面から切削するようにした
埋設パイプの切断器。 2、軸体(2)の上方向への摺動に伴って切刃(至)を
水平方向に後退させるため、軸体α罎の先端付近にテー
パー面(ロ)を設けた特許請求の範囲第1項記載の埋設
パイプの切断器。 5、前記軸体(至)の上方向への摺動に伴って切刃(ハ
)を水平方向に後退させるため、切刃0→を半径方向に
おいて内方へ向って引っ張る環状コイルばね(至)を設
けた特許請求の範囲第1項記載の埋設パイプの切断器。[Claims] 1. Pipe buried in Conch IJ-) (1)
2) Hold the above-ground rising part and attach the main body (B) to the pipe (
2) The pipe holding part @ to which K is fixed, the shaft (to) that is arranged at the center of the main body αη and slides in the vertical direction, this drive mechanism α →, and the shaft inserted into the shaft (to) A cylindrical body (to) that rotates around the body (to) and this drive mechanism αQ,
It is held within the holder α force provided near the tip of the shaft body (to) and the cylindrical body (to), and moves forward and backward in the horizontal direction as the shaft body (to) slides, thereby causing its K. The cutting edge is provided with a cutting edge (end) that is inserted and taken out from a small hole (4) provided near the tip of the cylindrical body (c), and the tip of the cylindrical body (c) is inserted into the pipe (2). A buried pipe cutter that is inserted into the pipe (2) and cuts from the inner wall surface of the pipe (2) using the cutting blade (to). 2. The scope of the patent claims that a tapered surface (B) is provided near the tip of the shaft body α in order to cause the cutting blade (end) to recede in the horizontal direction as the shaft body (2) slides upward. A cutter for buried pipes as described in item 1. 5. In order to retract the cutting blade (c) in the horizontal direction as the shaft (to) slides upward, an annular coil spring (to) that pulls the cutting blade 0→inward in the radial direction ) A buried pipe cutter according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5565282A JPS58177223A (en) | 1982-04-02 | 1982-04-02 | Cutter for embeded pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5565282A JPS58177223A (en) | 1982-04-02 | 1982-04-02 | Cutter for embeded pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58177223A true JPS58177223A (en) | 1983-10-17 |
Family
ID=13004761
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5565282A Pending JPS58177223A (en) | 1982-04-02 | 1982-04-02 | Cutter for embeded pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58177223A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60114414A (en) * | 1983-10-21 | 1985-06-20 | ウエスチングハウス エレクトリック コ−ポレ−ション | Precise internal pipe cutter |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5417472A (en) * | 1977-07-08 | 1979-02-08 | Sanwa Seiki Mfg Co Ltd | Load proportioning relay valve for air brake |
-
1982
- 1982-04-02 JP JP5565282A patent/JPS58177223A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5417472A (en) * | 1977-07-08 | 1979-02-08 | Sanwa Seiki Mfg Co Ltd | Load proportioning relay valve for air brake |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60114414A (en) * | 1983-10-21 | 1985-06-20 | ウエスチングハウス エレクトリック コ−ポレ−ション | Precise internal pipe cutter |
JPH0116601B2 (en) * | 1983-10-21 | 1989-03-27 | Westinghouse Electric Corp |
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